Attachment_1_-_Statement_of_Work.pdf

DEFENSE DISTRIBUTION CENTER

FACILITIES ENGINEERING

DEFENSE DEPOT, TRACY, CA.

DOC#: 40232998-14

Date: 3 March 2015 Subject: Construct ATM Drive-Thru Island and Surround Location: Tracy Site, Parking Area North of Bldg. 235 Prepared by: Michael Imbrunetti, Engineering Technician

STATEMENT OF WORK

Contractor is to furnish all labor, material, transportation, supplies and supervision necessary to construct an island with a surround for installation of an ATM. Scope of work includes, but is not limited to, the following:

Note: Provision, installation, and setup of the ATM itself will be provided by others and is not part of this Scope of Work.

1.0 Construct Concrete Island for an Automated Teller Machine

1.1 Shall be located as shown on drawing “A”

1.1.1 Excavated soil shall be relocated to the area shown on Drawing “B” and spread out evenly on grade

1.1.2 Waste asphalt shall be removed from the work site and properly disposed of

1.2 Shall be constructed as shown on drawing “C” and the appropriate Manufacture’s drawing

1.2.1 Shall be 48” in width and 120” in length

1.2.2 The finished top surface shall be 6” above grade level

1.2.3 Shall have a foundation cross section as shown and noted in the

Manufacture’s drawing

1.2.4 Shall be level left to right and front to back

1.2.5 Shall be oriented to allow for west to east traffic flow

1.2.5.1 Customer access shall be from the south side

1.2.6 Provide and install steel reinforcing bars or mesh as required throughout the slab referencing current industry standards

1.2.7 Shall include two utility block out areas (pits)

1.2.7.1 One utility block out for the ATM and one for the surround

1.2.7.2 Shall be located and sized as shown in the “NCR SelfServ

38 ATM Site Preparation” booklet and the appropriate manufacture’s drawing for the selected surround type

1.2.7.3 Shall be 4” to 6” deep or as required by the manufacturer

Attachment 1

1.2.8 Provide and install an electrical grounding rod within the ATM utility block out area

1.2.8.1 Shall be sized a minimum of 5/8”

1.2.9 Provide and install 4 each bollards as shown on drawing “C”

1.2.9.1 Shall be 4” O.D. steel pipe

1.2.9.2 Shall be concrete filled

1.2.9.3 Shall be painted safety yellow

1.2.9.4 All bollards shall be plumb and equal in height as measured from grade level

1.2.10 Prior to pouring concrete

1.2.10.1 Ensure all electrical conduits are installed in the proper location as shown on the appropriate drawings and described in this SOW

1.2.11 Any items within the utility block out areas shall not protrude above the finished surface of the concrete pad

1.3 Paint 2 each traffic flow arrows

1.3.1 Shall be colored white and retro reflective

1.3.2 Locate and orient as shown in Drawing A

1.3.3 Shall be 6’ in length

1.3.4 Shall be located 4’ from the edge of the island to the center line of the arrow

1.3.5 Both arrows shall be parallel to the island and in line with each other

2.0 Provide and Install an ATM Surround Structure

2.1 The concrete shall be given an appropriate amount of time to cure before installing the surround

2.2 Shall have a minimum overhead clearance of 8’6” from grade level

2.3 Shall have metal halide down lighting

2.4 Shall have a prewired electrical system

2.5 Shall have back lit signage around the perimeter of the surround cover

2.5.1 All colors, logos, fonts, designs, etc., shall be exactly as depicted in the enclosed manufacture’s drawing for this surround type

2.5.1.1 The green color on the signage shall be a specific color TBD prior to creation of the sign

2.5.1.2 The purple color on the signage shall be a specific color

TBD prior to creation of the sign

2.5.1.3 The color of the surround body shall be a specific color TBD prior to construction of the surround

2.5.1.4 Signage shall be reviewed and approved in advance of

purchase by the Engineering Technician named above

2.6 Shall be similar to the Heritage Industries Model 3892AC

2.7 Shall be installed per manufacturer’s instructions and drawings

2.7.1 Shall be centered left to right on the island

2.7.2 Shall be located front to back on the island per manufacturer’s instructions

3.0 Provide and Install Electrical Circuits

Note: Electrical circuits to the ATM shall conform to the manufacture’s requirements as defined in the “NCR SelfServ 32, 34 and 38 ATMs Site Preparation Requirements” booklet, paragraph “Power Requirements: SelfServ 38 Only” and all other pertinent paragraphs; electrical circuits to the ATM surround structure shall conform to the manufacturer’s documentation for the unit provided.

3.1 Provide and install a 60 amp, single phase, with neutral, load center panel to utility pole 5/1

3.1.1 Shall be commercially rated with bolt in circuit breakers

3.1.2 Shall be NEMA 3R rated

3.1.3 Shall have the capacity for a minimum of 4 branch circuits

3.1.4 Provide and install service conductor conduit and a weather head

3.1.4.1 Shall be a minimum size of 1”

3.1.5 Provide and install service conductors from the existing overhead conductors to the service panel

3.1.5.1 Shall be a minimum size of #3 AWG

3.1.5.2 Make all terminations from the existing overhead

conductors through to the load center panel

3.1.6 Provide and install a properly sized main circuit breaker if required

3.1.7 Provide and install 1 each 30 amp single pole branch circuit breaker

3.1.7.1 Or as appropriate to supply power to the ATM

3.1.8 Provide and install 1 each 20 amp single pole branch circuit breaker

3.1.8.1 Or as appropriate to supply power to the surround structure

3.1.9 If required provide and install a grounding rod and conductor

3.1.9.1 Shall be a minimum of 5/8” grounding rod with a #10 AWG copper conductor

3.2 Provide and install 4 each conduit runs and 2 each electrical circuits from the utility pole/load center panel to the ATM island location

3.2.1 Provide and install 2 each 1 1/4” conduits from the service panel to the

ATM island

3.2.1.1 Shall be installed in a trench

3.2.1.1.1 The trench shall run parallel to and as close as

possible to the roadway edges or as site conditions allow

3.2.1.1.2 Shall be a minimum of 24” deep

3.2.1.1.3 Contractor shall verify location of existing

underground utilities before trenching

3.2.1.2 Shall be stubbed out at the ATM island as shown in the appropriate manufacture’s drawing for the selected surround

3.2.1.2.1 One conduit shall be stubbed out at the ATM

utility block out location

3.2.1.2.2 One conduit shall be stubbed out at the

surround utility block out location

3.2.2 Provide and install 2 each 1” conduits

3.2.2.1 Shall be installed in the same trench as described in paragraph 3.2.1.1

3.2.2.2 One conduit shall be stubbed out at utility pole 5/1 with the other end stubbed out at the ATM utility block out

3.2.2.3 The second conduit shall be stubbed out at utility pole 5/1 with the other end stubbed out at the surround utility block out

3.2.2.4 Label both ends of both conduits to enable identification

3.2.2.5 Cap or otherwise cover both ends of both conduits to

prevent intrusion of debris or water

3.3 Provide and install conductors

3.3.1 Shall be installed in the 1 1/4” conduit to both utility block outs and shall include one current carrying conductor, one neutral conductor, and one grounding conductor in each conduit

3.3.2 All conductors shall be sized a minimum of #10 AWG

3.3.2.1 Provide a minimum of an additional 12’ of conductor length

(or as needed to reach termination points), for all conductors, above the top of both conduit stub outs at the ATM island

3.3.3 Make all conductor terminations at the service panel

3.3.3.1 Properly label the circuit breaker panel schedule

3.3.4 Make all conduit connections from the surround utility block out to the surround itself

3.3.5 Make all conductor terminations at the surround

3.3.6 Provide and install any other electrical components as required to ensure the ATM and the surround structure are installed per the manufacturer’s requirements and the current NEC

4.0 Provide and Install Telephone Cable

4.1 Shall be 6 pair, direct burial type

4.2 Shall be installed in the 1” conduit running from utility pole 5/1 to the ATM utility block out

4.2.1 At the ATM utility block out provide an additional 5 feet of cable length

4.2.1.1 Role cable and secure to the conduit stub out to prevent damage or movement

4.2.2 At utility pole 5/1 provide sufficient length to reach the telephone splice box near the pole, on the telephone line mounted to the pole, plus 5 additional feet

4.2.2.1 Role cable and secure to the conduit stub out to prevent damage or movement

5.0 Before excavation or trenching is started the Contractor shall schedule a meeting at the job site to determine the best trench route and review of existing utility locations

5.1 The meeting shall be attended by the Contractor, Sub-contractors, CGA representative, the Engineering Technician named above, and any other individual deemed necessary.

5.2 Reference the drawing named “Two Water Wells, Utility Plan & Profile W Line “B” St. 140+00 to 146+03” for known locations of existing utilities.

6.0 Backfill all excavations/trenches and patch asphalt as required

7.0 Provide any other material and/or perform any other labor necessary to provide an adequate mounting location and systems for the ATM to ensure it is fully operational and able to perform as designed.

8.0 All work shall be performed in a neat and professional manner. All items shall be installed plumb, level, and evenly with no noticeable discrepancies. All conduit shall be installed level/plumb; run parallel/perpendicular to the building and/or column lines, and be sized ¾” or larger. All conduit couplings shall be of the compression or threaded type. All conduit, fixtures and junction boxes shall be properly secured to the building structure.

9.0 All material shall be in new condition unless otherwise specified, shall be “Made in USA”, and shall meet the Buy American Act requirements.

10.0 The job site shall be left in a clean and orderly condition during construction and all construction debris and excess material shall be removed upon completion of the job.

The use of Government trash cans, dumpsters, or other waste receptacles is prohibited unless work is performed exclusively by WOLVERINE personnel.

11.0 All work shall comply with Unified Facilities Criteria

(http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4) and OSHA 29 CFR 1910 (https://www.osha.gov/pls/oshaweb/owastand.display_standard_group?p_toc_level= 1&p_part_number=1910).

12.0 All work shall conform to the current NFPA/NEC code, including NFPA 70E.

13.0 Construction shall be in compliance with all applicable local, state and federal standards.

14.0 Submittals

Submittals are required for all material to be utilized and/or installed and shall be in compliance with the Unified Facilities Guide Specifications (UFGS). Submittals a. and

b. shall be provided to the Government and approved prior to commencement of work; submittals c. and d. shall be provided to the Government after completion of all work. Submittals shall include but not be limited to the following:

a. Task specific: Quality Control Plan, Hazard Analysis, and Safety/Health Plan.

Construction schedule

b. Manufacturers’ data and shop drawings for all materials and equipment.

c. Operation and Maintenance Manuals.

d. As-built drawings.

15.0 Project Schedule and Time Constraints

The contractor is required to prosecute the work diligently and complete the entire work, ready for use no later than 60 calendar days after the award/NTP of the task order. The time stated for completion shall include final clean-up of the premises.

(Section 00700, FAR 52.211-10). Work shall be accomplished during normal working hours (Mon.-Fri. 0700 to 1530). Any power outages shall be scheduled at least 72 hours in advance and conducted outside of normal working hours.

16.0 Preconstruction Meeting

Prior to the initiation of work, a meeting will be held with the contractor and Depot PM/PE to discuss matters of mutual interest concerning the task order.

General conditions, work schedule, phasing, and coordination, security, safety, permits, and other matters pertinent to work accomplishments will be discussed in this meeting.

Contractor is subject to all DDJC health and safety regulations and DLA security Requirements outlined during the meeting.

17.0 Authorities

No person other than the Contracting Officer has the authority to make any changes to this contract action that impact cost or schedule. Authority from the Contracting Officer to the contractor to make changes that impact cost or schedule will be in the form of an official, signed modification.

END OF STATEMENT OF WORK

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